Enhancing freeze–thaw and high-temperature resistance of one-part alkali-activated slag foam concrete with waste concrete powder: role of curing conditions and fiber reinforcement
Yazarlar (6)
Nurbanu Baltacıoğlu Keşkek
Doç. Dr. Oğuzhan Yavuz BAYRAKTAR Kastamonu Üniversitesi, Türkiye
Prof. Dr. Ahmet Benli Bingöl Üniversitesi, Türkiye
Dr. Öğr. Üyesi İffet Gamze MÜTEVELLİ ÖZKAN Kastamonu Üniversitesi, Türkiye
Ahıskalı Mehtiali
Doç. Dr. Gökhan Kaplan Atatürk Üniversitesi, Türkiye
| Makale Türü | Özgün Makale (SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale) | ||
| Dergi Adı | Journal of Sustainable Cement-Based Materials (Q1) | ||
| Dergi ISSN | 2165-0373 Dergi Bilgileri (2026) | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | Türkçe | Basım Tarihi | 05-2026 |
| Kabul Tarihi | 30-04-2026 | Yayınlanma Tarihi | 12-05-2026 |
| Cilt / Sayı / Sayfa | – / 0 / – | DOI | 10.1080/21650373.2026.2669203 |
| Makale Linki | https://doi.org/10.1080/21650373.2026.2669203 | ||
| UAK Araştırma Alanları |
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| Özet |
| This study presents a mechanism-driven evaluation of one-part fiber-reinforced alkali-activated foam concrete (AAFC) incorporating waste concrete powder (WCP) and bottom ash (BA), with emphasis on curing conditions, freeze–thaw (F–T) durability, and high-temperature performance. Slag was partially replaced by WCP (10–50%), while polypropylene fibers (0–1%) enhanced matrix integrity. Increasing WCP reduced compressive strength due to lower reactivity and higher porosity; however, 1% fiber addition mitigated these losses, improving strength by up to 217% in high-WCP mixtures. Under F–T exposure, strength losses were limited to 26.15% (50 cycles) in optimized mixtures. High-temperature performance revealed superior thermal stability significantly improved residual strength retention up to 900 °C compared to fiber-free systems. While BA reduced density and thermal conductivity, it weakened … |
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| Google Scholar | 1 |